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Sample Record for 2025-07-23-106

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994666 DEA: 020J5304 EFIS: 0219000133 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-8.3/15
Work Description: Pavement Preservation in Trinity Co. near Burnt Ranch from 0.5 mile East of Gray Creek Road to 1.0 mile East of Trinity River Bridge #05-0006.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-23-106
TL Number from the TL Form: 875959
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Preliminary
Type of Material: Soil
Sample Taken Date: 07/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/06/2025
The quantity of what the sample constitutes: Embankment
A brief description of the sample: 1 bag of Soil
From where was the sample collected: Job Site
Laboratory sample identification: D79988
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: In Situ

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Field No BR-SHI, 02-TRI-299-11.4, from embankment - cut slope East of School House Rd, 0–12" depth
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-07-23-106-1
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Verified Date: 08/26/2025
Date Tested: 08/22/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Field No. BR-SHI
Test Result Compliance: not applicable
Additional Comments When Verified:
Cumulative percent passing the 3 in. sieve 100 %
Cumulative percent passing the 2 1/2 in. sieve 100 %
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 99 %
Cumulative percent passing the 1/2 in. sieve 97 %
Cumulative percent passing the 3/8 in. sieve 93 %
Cumulative percent passing the #4 sieve 73 %
Cumulative percent passing the #8 sieve 53 %
Cumulative percent passing the #16 sieve 37 %
Cumulative percent passing the #30 sieve 27 %
Cumulative percent passing the #50 sieve 21 %
Cumulative percent passing the #100 sieve 17 %
Cumulative percent passing the #200 sieve 14 %
Cumulative Percent Passing on 5 Microns 6 %
Cumulative Percent Passing on 1 Micron 3 %